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2010-477 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 (zt Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUP-A-NCY Permit Number. P20100477 Date Issued: Tuesday, February 15, 2011 This is to certify that work requested to be done as shown by Permit Number P20100477 has been completed. Location: 37 APRES Cir Tax Map Number. 523400-315-000-0001-001-014-0000 Owner. CERRONE BUILDERS INC. Applicant: CERRONE BUILDERS INC. This structure maybe occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance or other issues and conditions as a result of approvals b they pp y Director of Building&Cod nforc ment Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100477 Application Number. A20100477 Tax Map No: 523400-315-000-0001-001-014-0000 Permission is hereby granted to: CERRONE BUILDERS INC. For property located at: 37 APRES Cir in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: CERRONE BUILDERS INC. 51 OAK VALLEY Way Garage Attached QUEENSBURY,NY 12804-6715 Single Family Dwelling $350,000.00 Total Value $350,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-477 Lot 21, House No. 37 Apres Circle West Mountain Road Subdivision 2380 sq ft single family dwelling with 500 sq ft garage $335.60 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, October 07, 2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To ctober 07, 2010 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement AOFFICE USE ONLY _li {E. n lam-..8 `��J'- TAX MAP NjO_. / / ' PERMIT NO 0 7—t SEP 2 '7 2Q10FEES. PERMIT ,�j RECREATION PM) ENGINEERING �'5( ; (If applicable) ;laW OF QUEENSBURC( BUILbIN"G&CODES PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: _- L"r-r/4 /fit OWNER: ADDRESS: 37 J ezch-- ADDRESS: iJ/ ,O / •/;-.. • PHONE NOS. / p�� /J �� 09r� Wef" �Z-r�6 PHONE NOS. <_��. �� CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: cep.o7thi,_ PHONE: %/-*OWZi LOCATION OF PROPERTY:ipm-/,,, a. iA f dj,Ll� �e #�� SUBDIVISION NAME: . •v�� La1ts�I f„hi C_.t,�"11. , PLEASE INDICATE MEASUREMENTS AS REQUIRED BELO <<,>- CHECK ALL THAT z r 0 CO APPLY TO YOUR Z 0 0 C) d w PROJECT O O -IE O I- _ oI ' u` u_ u- I- � Z z O,w , ( d LL: Nz a a - OF- LL , aZx SINGLE FAMILY i117,1Y f`L �Gv Illt? ', d fig` TWO-FAMILY . MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE + – —1 BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED 5C/cc' GARAGE(1,2,3) o OTHER 1 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: ��G 00c? Hec. ,.rete a separate Application / tof F. ,rmng Appliances&Chimneys ava:.< ,)or office HOW MANY FIREPLACE(S): 0 AND/OR WOODSTOVES(S): I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read an• .gree t. he above. Signed _ , i Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: 2 , fr,,, ..„..„9...._,---- BUILDING & CODES APPROVAL ZONING APPROVAL ______ _t DA E DATE QUESTIONS? CALL 761-8256 OR EMAIL codesc queensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Town of Queensbury • C'onzrnrzriity Development Office • 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY 12 ' TAX MAP NO. PERMIT NO. PERMIT FEE D APPROVALS: ZONING TOWN CLERK . SE.P 27 2010 J OWNTOF QU .. APPLICATION FOR SEPTIC DISPOSAL SYSTEM PE id UILDING& CODES A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. �ry OWNER: �/ /- v!(//. 1///6 (f __ /G_ INSTALLER: {� i, /1 ADDRESS: _ f .1...4:-. 1_" - ADDRESS: asv ' PHONE NOS. 417 .%/-094(Z---- PHONE NOS. We -- /ef.36 ft %/-e795-6 99 LOCATION OF INSTALLATION: GEII 2/ 0-4. 37 $ etti OecA. ek7 . NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRIND X 1980 or older X 150 gallon per bedroom = INSTALLED? A 1981 -1991 ? X , 130 gallon per bedroom = SPA OR HOT TUB, /� 1992-present Y f X 1 110 gallon per bedroom i = r'1 /f INSTALLED? �f/ PARCEL INFORMATION: / ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND / LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? 40 BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? / ✓ DOMESTIC WATER SUPLY: MUNICIPAL �° WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS AC) FT. ) ✓ PERCOLATION TEST: RATE IS1j//;.4/ 7S-CC-PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK:/ZcU GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 5....S.-- FT. ✓ TOTAL SYSTEM LENGTH: 2Z() FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. 1 NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN i? APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. Ihwe ren.J♦M.. ..... .t�a:._.__ .... .. -- . . .. . - - - 77_ Revised 4/14/2010 Town of Queensbury Highway Michael F. Travis Department Highway Superintendent 742 Bay Road, Queensbury, NY 12804 Home (518) 798-0413 Office Phone: (518) 761-8211 Thomas R. Vanness Fax: (518) 745-4466 Deputy Superintendent Home (518) 745-0929 www. Queensburynet DRIVEWAY PERMIT Date: 07he Applicant Name: /1/ // , (� Address to be inspected: p ' C�OEc/,7D�iE lei 2/ Return Address: 57 t2 /4/� 7� Os" Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: Step 1: ( ) Preliminary Approval Need: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( )15" ( ) 18" ( )24" ( )36" Preliminary inspections completed by: Date: Approved by Higway Supt: Deputy Supt.: Upon completion, please resubmit this approved permit for a final approval. Step 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 .....—* -,•,, . . . , I 1/4 v---- i - -A / t C'''q ‘C' ----..----- tz:' ‹,..) . R\ • ' lo.—.. ... 4'Li i•...) t. r‘ • .'N -c-----o -- >,,s\ 0 .......,_._ ---,. . - hserved, or believe I saw ses, welk ..... \'7—: t i •, ....) . i . , . ye / c\ ) , f > Queensbury Building & Code Enforcement - Resident Final Inspection Iv----- Office No. (518) 761-8256 Arrive: am/p epart: ` [ 0,am/pm Date Inspection request received: Inspector's Initials: NAME: . _{�i �`C %/1-t:`.I PERMIT#: r , ` 7` T . LOCATION: ; - t� f /< DATE: `) = f7 TYPE OF STRUCTURE: 3- Comments: Yes�lo NIA 4" Building Number Address visible from road ,�� Chimney Height/"B"Vent/Direct Vent Location V Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more ' N\, ::. Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall V Interior/Exterior Railings 34 inches to 38 inches Deck Bracing I Handicapped Ramp Compliant ii Grade away from foundation 6 inches with 10 feet rL- 6 inch clearance to sill plate V�� Z� Gas Valve shut-off exposed/regulator 18 inches above grade r�/ e_� ��' Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wiow in stairwells safety gi..ing Interior Smoke De ors/Carbon M�oxid= Detectors Every level: Eve Bedroq�n: Outside every bedroom ea: Inter Connected: Battery backup: \/ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 1/ / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents / Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.ft. �/1 Emergency egress below grade / J Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area d Furnace/Hot Water Heater operating Low water shut-off boiler / Relief Valve(s)installed/Heat Trap/Water Temp 110 �/ Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum / t/ Basement stairs closed rise>4 inches ✓� Garage Floor Pitched Garage fireproofing/%hour fire door/door loser /17 Duct work Sealed properly V Gas Logs in Sealed or Glass Enclosure / Final Electrical V Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles V Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance requireddio /Flood Plain Certification, if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: 2 t4 NAME: LOCATION. � � A PERMIT#: Final Survey Plot Plan A. 'roved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the surve hasgc en: Cra!lirrown, Zoning Administrator i MAP REFERENCE. A PHASE2 If CERRONE WEST MT. ROAD SUBDIVISION { LOT 22 2009 BY: VAN DUSEEN & STEVES 2 S82°sf37•E 3146.15, LOT 21 AREA 935,405.55 sq, ft. 21.50 acres 3070, 11 ' N82°4837Ww LOT 20 v m LEGEND: CB ❑ = CATCH BASIN ® = DRYWELL V = FIRE HYDRANT M =WATER VALVE \ 1$// 74 I\ 6. 1 1 1 1 1 Fi W r1-4 V V LOT 22 '� S Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 'UNAUTHORIZED ALTERATION OR ADDITION TO A SMVEY YM BEARING A LICENSED LAND SURVEYORS SEK IS A VIOLATION OF SECTION 7201, SUB—DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW* ONLY COPIES ORI THE ORIGINAL OF SI) SURVEY MARRED WITH AN ORIGINAL OF 13E LAND ST RV OOPI SEAL SHALL BE CONSIDERED lb BE VALID TRUE COPIES" �T�CAT��D HEREON THAT TWS SURVEY WAS PREPARED IN ACCORDANCE IN1H THE ZNALADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFES9011K BYEXITHE NEW R PHT,L� FOR LAND OF VEYORSPROFESSIONAL UdN) SURVEYORS. SAIDCERWICATIONS SHALL RIRN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TIRE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISM SON, ANO TO THE ASSIGNEES OF THE LENDING INSTITUTION.' //\ GJ W BZW � Laiel uanuary in, i�uli Scale 1'=50' Co 0-5 Co O M W Q /� � 1 OF 1 J i MAP REFERENCE. A PHASE2 If CERRONE WEST MT. ROAD SUBDIVISION { LOT 22 2009 BY: VAN DUSEEN & STEVES 2 S82°sf37•E 3146.15, LOT 21 AREA 935,405.55 sq, ft. 21.50 acres 3070, 11 ' N82°4837Ww LOT 20 v m LEGEND: CB ❑ = CATCH BASIN ® = DRYWELL V = FIRE HYDRANT M =WATER VALVE \ 1$// 74 I\ 6. 1 1 1 1 1 Fi W r1-4 V V LOT 22 '� S Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 'UNAUTHORIZED ALTERATION OR ADDITION TO A SMVEY YM BEARING A LICENSED LAND SURVEYORS SEK IS A VIOLATION OF SECTION 7201, SUB—DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW* ONLY COPIES ORI THE ORIGINAL OF SI) SURVEY MARRED WITH AN ORIGINAL OF 13E LAND ST RV OOPI SEAL SHALL BE CONSIDERED lb BE VALID TRUE COPIES" �T�CAT��D HEREON THAT TWS SURVEY WAS PREPARED IN ACCORDANCE IN1H THE ZNALADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFES9011K BYEXITHE NEW R PHT,L� FOR LAND OF VEYORSPROFESSIONAL UdN) SURVEYORS. SAIDCERWICATIONS SHALL RIRN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TIRE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISM SON, ANO TO THE ASSIGNEES OF THE LENDING INSTITUTION.' Map of a Survey made for Thomas M . & Mara L. Powell Town of Queensbury, Warren County, New York Laiel uanuary in, i�uli Scale 1'=50' /� � 1 OF 1 Powell DWG. NO. 05026-2-21 NO. DATE DESCRIPTION Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:��am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: __ NAME: PERMIT NO.: --2-c-,-1."2 – A 1\1 LOCATION: �"L '`2-Z--e--f2_ INSPECT ON: KS C RECHECK: Comments and/or diagram Soil Type: Sand/ Loam I Clay Type of Water: Municipal/Well Water Waterline separation distan•; ft. Well ..ration dista ft. Other - s: ft. Well Casin! Length 50' /- Y N N/A [150' I, well requ -• if NOl Absorpti•n Field: Total -ngth ft. -ngth of eac t z.nch ft. Depth of . -nc' :. _ ft. Size •f Ston- -page Pits: Number Size: x�_ one Size: `aping Size Type Building 0 tank Tank t Distributi n Box Distribution :ix to F Id/ Pit •peni • Sealed: _•__Y N End Cap Y_N Iniet/Outle 1 Pi•-: &Baffles Y_N Manholes 12"or I •-low grade Y—N icv-r) [provide extens • ' collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ".1 ft. Conforms as per Plot Plan I N Engineer Report and As-Built _N ETU Maintenance ContractN provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear tem . - 7 Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc VISION Engineering SEPTIC SYSTEM INSPECTION FORM Project: Cerrone WM Lot 21,Job no.480 Inspected By: Doug Fiore Date: 10.25.2010 Time: 11AM Temperature: 60 °F Weather: INSPECTION DATA I System Type: Standard Absorption System ❑ Special System (see page 2 for additional information) Location: Rear/Right side of House Installation Complete: ® Yes ❑ No, Explain: Soil Properties: ❑ Clean Gravel (little fines) ❑ Gravel with Fines ❑ Other ® Clean Sand (little fines) ❑ Sand with Fines ❑ Silt and/or Clay ❑ Gravel/Sand Mixture Water Supply: ® Municipal ❑Well/Private Location: Front of House Absorption Field: N/A ±ft. Separation Distances: Septic Tank: N/A ±ft. D-Box: N/A ±ft. Septic Tank: Size: 1250 gal. Distance to Dwelling: 12 ±ft.(10 ft. min.) Baffles Both Ends: 90d Elbowp® Yes ❑ No Glued: V Yes ❑ No, D-Box: Size: 5 Hole Distance to Dwelling: 24 ±ft. (20 ft. min.) Speed Levelers in Place: ® Yes ❑ No Baffle in Place or 45° Elbow: Yes ❑ No Glued: 111Yes VNo, cast-in Absorption Field: #Trenches: 4 Grade to Top of Stone Trench: 12 ±in. (12 in. max.) Trench Length: 55 ±ft. each End Caps In &Showing: V Yes ❑ No Total: 220 ±ft. End Caps Glued: [i Yes ❑ No Closest Distance to Dwelling: 22 ±ft. (20 ft. min.) Closest Distance to Property Line: 100 ±ft. (10 ft. min.) Aggregate: Size (3/4'-1'/z") ® Acceptable ❑ Unacceptable, Explain: Cover Type: ❑ Geotextile Fabric ® Resin Paper ❑ Other Depth of Stone Beneath Pipe: 6 ± in. (6 in. min.) Depth of Stone Over Pipe 2 ± in. (2 in. min.) Cleanout in Place: V Yes ❑ No Cleanout Location: Inside Basement ® Based on visual observation, the above referenced septic f system DOES appear to be in conformance with applicable I codes and regulations required by the state and local jurisdiction. ❑ Based on visual observation,the above referenced septic system DOES NOT appear to be in conformance with applicable codes and regulations required by the state and local jurisdiction. Professional Seal 16 Pearl Street•Suite 200•Glens Falls, NY•12801 •P: 518.792.9264•F:518.792.9282 www.visionengineering.org (// .. 00 ) io _ /Z /4ot Queensbury Building & Code Enforcement - Residential Incl Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: I I a3Qm/pm Date Inspection request(err° received: Inspector's Initials: NAME: ti�_ PERMIT#: /0-47-7- LOCATION: "77- Aire S ( c !t_ DATE: 2-/�/f TYPE OF STRUCTURE: Comments: Yes /No/NIA ---74" Building Number Address visible from road ^'Z� Chimney Height/"B"Vent/Direct Vent Location �� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches V Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers //,' Guards at stairs,decks, patios more than 30 inches above grade V Guard at stairwell at 34 inches or more / Guard at deck, porches 36 inches or more �/ Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches 7447 Deck Bracing/Handicapped Ramp Compliant f11 Grade away from foundation 6 inches with 10 feet -1__ 6 inch clearance to sill plate \/) ci....7001-1,---voi.s3S Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Win••w in stairwells safety gl ing V7 i Interior Smoke r = , I Carbon M noxide etectors Every level: Pe ver a Bed o n: �, 6, d Outside every bedroom a a: vvv y _ � Inter Connected: y Battery backup: 'tj �- IL (�-- Attic access 30 inches x 22 inches x 30 inches(height)in accessible area f Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents v/ Bathroom Fans,if no window ✓/ Plumbing fixtures �/ OctvC-' Foundation insulation/Insulation Certification/Sticker on Panel Floor truss,draft stopping finished basement 1,000 sq.ft. ✓ Emergency egress below grade 141/45C U1 -3-1-)5W- Gas Furnace shut-off within 30 feet or within line of site ‘/ /Oil Furnace shut-off at entrance to furnace area ‘-''' /— Furnace/Hot Water Heater operating / / 1 Low water shut-off boiler / %7t, Relief Valve(s)installed/Heat Trap/Water Temp 110 / ...........___---, Enclosed Stairs Sheetrock Underside minimum W Gypsum V Basement stairs closed rise>4 inches Garage Floor Pitched ✓/ Garage fireproofing/%hour fire door/door closer ✓ Duct work Sealed properly /� Gas Logs in Sealed or Glass Enclosure r ✓ Final Electrical 2...‘\0 \ \\. ✓ Final Survey Plot Plan Z,.. -f-�} c Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles % / �� Flex Gas Pipe Bonding �//' As Built Septic System/Sewer Dept. Inspection Sticker ,1/4/ Site Plan /Variance required V Flood Plain Certification,if required 1 i/ Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10 /C.-/2_ Framing I Firestopping Inspection Report Office No. (518)761-8256 Date In- . =.;41 request received: Queensbury Building &Code Enforcement Arrive: U- am/ , rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: '` NAME: TCA ,4/1 PERMIT#: J7 LOCATION: /".e (,,-Y"le _ INSPECT ON: /WM TYPE OF STRUCTURE: Y N Framing,) COMMENTS: lzJ Attic Access 22" x 30 minimum /061V/P6- y l' ) �j2U� � Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '6(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping 4 i Afel, Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (VV) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forrns-01DDBuildkg&CodesNnspedion Forms'Fra ning Firestopping Inspection Reportdoc Revised January 7,2008 i—L) ct...eefAe Rough Plumbing I Insulation InspEction Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: PERMIT#: LOCATION: - C, C4 INSPECT ON: ZrZ - TYPE OF STRUCTURE: �. Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 14 inch minimum Drain Size Washi , Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test W= •,•Iy Piping /Head 50 " Si. for - minutes Insulation/R= =idential Check/Commercial Check Tyvek or Si• r Exterior Sealant m7/ �,.P • •.= -nt, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: I - Ciw Rough Plumbing insulation Repat.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation[nspecuon 1port Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ •DDepa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: (moo I/1. _ PERMIT#: LOCATION: 3 7 lOps (;,,oi INSPECT ON: - . - TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air • - s -.S:I for minutes Insulation/R- idential Check/Commercial Check Tyvek or S' r Exterior Sealant ent,Attic Vent Door/Window Sealed (No Insulation Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape c6. u—' Cri1/4<1/4 COMMENTS: '35?) cat.72.0er‹., "'"'t Rough Plumbing Insulation Repat.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rou h Plumbin I Insulation 1 seci e 9 � port Office No. (518)761-8256 Date Inspection ' 'W , . , e ," Queensbury Building &Code Enforcement Arrive: - 0 �`I 9 - -'rt: a ' am/ 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: 7�� P RMIT#: / 477 LOCATION: 37 / r' ;`irk . INSPECT ON: «-12 TYPE OF STRUCTURE: Y N NIA R• !h Plumbin! /Nail Plates Plumbing Vent I Vents in Place 1 14 inch minimum Drain Size Washi ; Machine Drain 2 inch minimum Cleanout eve 100 feet/chan. of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head •`;• - minutes frAIMU :o -es'• : tial Check/Commercial Check Q' =k or ', 'u: i 1L Lir =lant P _ ., -nt Eik•�[� �.•.•.. - .-1• iA.i• Insulation Du« . • = - • nsulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspecdonzrequest received: /} t , a 94-‘6L---) Queensbury Building&Code Enforcement Arrive: Oam/pm am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: ,720/6- 4-77 LOCATION: J f- ?"? _ ir,cr: INSPECT ON: TYPE OF STRUCTURE: Framing Y NA COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 1Z O.C. Headroom 6 ft. 8 in. Stairwegs 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or lesson center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2 3,4 hour restoing Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation Home side'A inch or 5/8 inch Type X Garage ;., = ; inch Type X ...8__ •i Space/Bed;goms db( 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-OLD BuOding&CodesUtwpection FomxlFmming Firestopping Usp.dion Repoitdoc Revised January 7,2008 Rough Plumbing I Insulation�nsp� ction Report Office No. (518)761-8256 Date lnspe� p request received: ` l Queensbury Building &Code Enforcement Arrive:/0, am/ art: am/pm 742 Bay Road, Queensbury, NY 12804 Ins is Initials r NAME: 'i tPERMIT#: /0 -4 77 LOCATION: �,-?-. ' . ,a,:, -, INSPECT ON: «/7% TYPE OF STRUCTURE: �� Y N N/A ough Phrmbi it Plates �Plumbl I Vents in Place 1 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Insulation yvek or Similar Exterior Sealant i , Proper Vent, Attic Vent >,' Door/Window Sealed (No Insulation) Col t pc(-j& 1Uif L Duct/Hot Water Piping Insulation ��/� If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMgNTS: Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Re Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm j)1 part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: J /x NAME: PERMIT#: C%' - LOCATI : �" /` c (/ir—'ie INSPECT ON: / _ —/ TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing A Access 22' x 30 minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate / / 1 %(w) 16 gauge (8) 18D nails each side /N��-�- A4 `�1�— %Q /a-� K�y� Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping / ,i &', Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (VV) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Fom s-0LD1Building&Codeslnspection FonnssFraming Frestopping Inspection Repoitdoc Revised January 7,2008 Framing / Firestopping Inspection Report Z' C// Office No. (518)761-8256 Date Inspectio,-request received: i Z// 4-Al Queensbury Building&Code Enforcement Arrive: Z z ). am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:�xn�_�-� NAME: C-‹i'I c-v,e— PERMIT#: iii - if LOCATION: 57 PW C 4 cc I t INSPECT ON: M1 6 TYPE OF STRUCTURE: 7 + FramingN J COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts 1 Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. * Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 6(w) 16 gage(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft. or lesson center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire well 2, 3, 4 hour `��C� � '� l�� topping �f\ 1- ,p(& : - Penetration sealed \AA- . 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X pa-z— .. 0 a\.E- --� CeilingMsll Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Bulidi g&Codes Forms-OLD BuMding&Codes1Inspection Fomiffreming Firestopping Inspection Repod.doc Revised January 7,2008 Framing / Firestopping Inspection Report C) -1 pill-- Office ��/No. (518)761-8256 17) Date Inspection request received: i 1/I 7t 6 �.� Queensbury Building&Code Enforcement Arrive: am/pm Depart: ► am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:6/14:, NAME: Ce t� PERMIT#: i _ 7-7 LOCATION: Si A rzA („Art-LA-, INSPECT ON: i TYPE OF STRUCTURE: , =g ,;i kid- N J COMMENTS: Framing Attic Access 22"x 30" minimum • Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nai4s each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center . Ice a ;t shield241 *om Fire separation 1, 2, 3 hour Fire waN 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms OLDZuIding&Codes\nspection Fomn&Frerning Firestopping Inspection Report.doc Revised January 7,2008 ' Septic Inspection Report Office No. (518)761-8256 Date Ins....•• . -•uest received: Queensbury Building&Code Enforcement Arrive: . am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Ins•-•I• Initials: N',L NAME: � / � PERMIT NO.: '7 LOCATION: .<ii S (: .-(t( INSPECT ON: ) _) RECHECK: Comments and/or diagram Soil Type. *-11410, Loam/Clay Type of Water: un «pa Well Water Wate ine sepa.tion distance ft. - ••ration distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length - ft. Length of each trench ft. Depth of trenches ft. Size of Stone ?� Seepage Pits: Number Size: x Stone Size: Piping i5ize Type Building to tank ?z O Q Tank to Distribution Box So 2 3 5' Distribution Box to Field/ Pit Al 11 Opening Sealed: 4/ N End Cap _N Inlet/Outlet Pipes&Baffles Y_I)i/ Manholes 12"or less below grade Y ✓N [provide extension collar if Yes] Y Location/ Separations l Foundation to tank //1 ft. Foundation to absorption - ft. ., .96, fi4A1 Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built —Y N I-` C . APP.6Uii-L-- ETU Maintenance Contract _Y_N provided Location of System on Property: Front Rear Left Side •ight S •: Middle Front Middle Rear em - ,to : Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Buliding Codes Fonns\Inspectlon Forms\Sept$c Inspection Report_03 29 10.doc • , , , I I I . ; ; 1 . : . ' • i ' , , , 1 I ; ! 1 •' : • , . I ! I ' 1 . : i ! • 1 . OZ.0 l ' • . , . / \ i • , Prlide_JI) eft". , ' &••••"" C.-b \ 1 j\ . II , \ : . ' ' . •* ,' t !--, 6-- , / ‘ 1 cs.• y \ 1 ; if,,.k11 1 , -. ("\ i\N ----\_) . i :.....N i , ., ..._. ! cl 0 w a — , ot oserved, or believe I saw :uses, wells, trees, t,., N /, - ---- 0.1 '.' • ;.. , •_At, I ;,...o.mrialNIMINDII T.\ N t' l • t...1t. 1, • -.1 .,•1/4 , __I i • Ve ,... V 1/4,.....A.4 (,h7 -11 > Foundation Inspection Report Office No.(518)761-8256 Date Inspection request r ived: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: CC /()G PERMIT#: / —LOCATION: /P,e7-5 ( f2( _ INSPECT ON: /D/ W/T TYPE OF STRUCTURE: Comment Y N NSA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Fo dation Dampproofing F undation Waterproofing - Footing Drain Daylight or Sump Fo ' Stone: /ram width s above footing oly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspec±lon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:7.... cin/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: r� )j�1 PERMIT#: 0-217 LOCATION: S rze INSPECT ON: _ TYPE OF STRUCTURE: Strz9 Commentt I N N.1A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour ~� Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 4PQ-Ccir mt ,•ly for wet areas under slab Backfill • pproval 1,te f�c '� -' '�►� -":""umbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bufding&Codes Forms\Building&Codes\Inspection Forms\kwndation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectio nest received: 107 r// Queensbury Building&Code Enforcement Arrive: D part: am/pm 742 Bay Rd.,Queensbury,NY 12804 is Initials: t_ NAME: C R' C PERMIT#: (0 LOCATION: `37 lyr S Ci r C it° INSPECT ON: AMOR) TYPE OF STRUCTURE: Comments Y N NJ� *F0oth85 Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM p Rou h PlumbingI Insulation Inspection Report Office No. (51 8) 761-8256 Date inspection request received: Cu--W Queensbury Building &Code Enforcement Arrive: am/pm art: 4.1,41D.am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialer NAME: (Y' 7711:-S PERMIT*: , _2. 016- ` 7 LOCATION: 5` /'C'A (fir La-- INSPECT ON: y r U TYPE OF STRUCTURE. 14)9 /1-ti :4ac_c-± SkMA 0.4-3-,>"\ Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washinj Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 RAI for 15 minutes : esidentiai Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape i6e5r& COMMgNTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008